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BETTER BUZZ SANTA ANA Level Name ROOF AL <br />AMOR ARCHITECTURE CORP.Level #1 Direction 1/28/2025 <br />J24373 Lateral Line E N-S Page: <br />SHEAR <br />Shear E 2560 Net shear to segments, non-adjusted for segment ratio <br />Segment Adj. Shear E 3840 Segment-adjusted shear per NDS 4.3.4 <br />Adjust. Shear E 2560 overall H/L ratio of Force-Transfer Shear Wall <br />Shear W 1695 Net shear to segments, non-adjusted per CBC 2306.3 <br />Adjust. Shear W 1211 Adjusted shear value per CBC 2306.3 <br />Total Perforated Overall <br />14.5 12.0 3.0 30 18 0.5 <br />H above 4.5 ft.E W Maximum <br />v 87 41 plf Strap Force 863 lbs. <br />H opening 10 ft.Shear 146 plf <br />863 408 lbs. <br />H below 0 ft.Use CS16 strap <br />v'146 69 plf Use #1 Shear Wall <br />Total Height 14.5 ft. <br />Strap Force 2 179 84 lbs. <br />OVERTURNING UPLIFT <br />OTM E 37117 lb.-ft.Uplift E -375 lbs. <br />OTM W 24583 lb.-ft.Add. Uplift E 1644 lbs. <br />Wall Weight 16 psf Uplift W -1220 lbs. <br />Wall UDL 232 plf Add. Uplift W 1286 lbs. <br />Uniform DL plf Tot. Uplift E 1269 lbs. <br />66 lbs. <br />2 <br />DL Moment W 60569 lb.-ft.* - No HD required, by inspection <br />Net OT E -11072 lb.-ft.** - See Perforated / Force-Transfer Shearwall calculation <br />Net OT W -35986 lb.-ft. <br />L-17